Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65998
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dc.titlePlastic buckling of moderately thick annular plates
dc.contributor.authorAung, T.M.
dc.contributor.authorWang, C.M.
dc.contributor.authorChakrabarty, J.
dc.date.accessioned2014-06-17T08:23:04Z
dc.date.available2014-06-17T08:23:04Z
dc.date.issued2005-09
dc.identifier.citationAung, T.M.,Wang, C.M.,Chakrabarty, J. (2005-09). Plastic buckling of moderately thick annular plates. International Journal of Structural Stability and Dynamics 5 (3) : 337-357. ScholarBank@NUS Repository.
dc.identifier.issn14658763
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65998
dc.description.abstractThis paper is concerned with the plastic buckling of moderately thick annular plates under a uniform compressive stress state. The analysis is based on the incremental theory of plasticity which employs the Prandtl-Reuss equations and the plate material is assumed to obey the Ramberg-Osgood stress-strain relation. The effect of transverse shear deformation is taken into consideration by adopting the Mindlin plate theory. The governing differential equations for the plastic buckling problem are solved analytically and the plastic buckling stress factors for annular plates with the allowance of transverse shear deformation are presented for the first time. The influences of the boundary conditions, thickness to outer radius ratios, and inner to outer radius ratios on the buckling stress factors are also examined. © World Scientific Publishing Company.
dc.sourceScopus
dc.subjectAnnular plates
dc.subjectIncremental theory of plasticity
dc.subjectMindlin plate theory
dc.subjectPlastic buckling
dc.subjectTransverse shear deformation
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal of Structural Stability and Dynamics
dc.description.volume5
dc.description.issue3
dc.description.page337-357
dc.identifier.isiutNOT_IN_WOS
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